WQ0036581_Regional Office Historical File Pre 2018

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ATA FILE
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A Reeder John E. Skvaria, Ill
Governor Director Secretary
June 27, 2013
Mr. Steven Cartee,
Double Oaks Development, LLC
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
Subject: Permit No. WQ0036581
Brightwalk - Phase 4
• Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr. Cartee:
In accordance with your complete application received June 17, 2013, we are forwarding herewith
Permit No. WQ0036581, dated June 27, 2013, to Double Oaks Development, LLC for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded, and shall be subject to the conditions" and limitations as
specified therein. This cover letter and supplement shall be considered a part of this permit and are
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of Double Oaks Development to ensure that the as -constructed project meets
the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet; www,ncwaterqualityorq
An Equal Opportunity 1 Affirmative Action Employer
e
Nor thCarolina
Naturally

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ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Double Oaks Development, LLC
for the construction and operation of approximately 1,384 linear feet of 6-inch gravity sewer to serve
Brightwalk - Phase 4 development, and the discharge of 9,880 gallons per day of collected domestic
wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the
complete application received June 17, 2013, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 27th day ofJune, 2013.
for Thomas A. Reeder
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036581

SUPPLEMENT TO PERMIT COVER SHEET
Double Oaks Development, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in Irwin Creek Wastewater
Treatment. Plant prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Quality to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 9,880 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Water Quality.

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II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3.` This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. if an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer Tines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system,
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the next.
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
la. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T,0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:

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a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Double oaks Development, LLC
Project: Brightwalk - Phase 4
Permit No. WQ0036581
Issue Date: 06/27/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are re u red for any chan es resultingin non- om liance with this permt reguatuons or
minirnum design criteria. Modifications should be submitted priorto certfflcation.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
0 Partial 0 Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, 0 weekly, El full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
How from this project is tributary to:

STATE OF NORTH CAROLINA
COUNTY OF _Mecklenburg
of
Permit No. WQ obi
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this
vg day
SU N E a 1 a , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Charlotte Mecklenburg Housing Partnership , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg _ County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Brit;htwalk Phase 4 (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the B g.t Gi H`ti w A WP M O W 1a E R'S (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the Iaws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 02/03 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
S. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
l0. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
NAGEMENT COMMISSION Name o
Ch.'" s Wakild, P.E, Dir
Division of Water Quality
Housint; Pa ershi
(Signature)
Steven Cartee — Developer
nt Name and Title
/i)i3
(Date)
FORM: DEV 02/03
Page 2 of 2

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USE ml"Eli TA.' l*'EY TO l VE FRO D 10 FIELD
1. Owrner1Perrn itteeti.
la. Double Oaks Development, LLC
Full Legal Name (company, muni pahty, HOA, utility,
lb, Steven Cartes, Senior Vice President,..
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please revlew 15A NCAC 2T .0106 (b) for authorized signing otsciaisl)
The legal entity who will own this system is
0 individual ❑ Federal 0 Municipality 0 StatelCounty ❑ Private Partnership ►:+ Corporation ❑ Other (specify):
ld. 4801 Charlotte Park Drive, Suite 350
Mailing Address
if. North Carolina
State
lh. 704-342-0933
Telephone
2. raiect (Facility) Information:
2a. Brightwalk - Phase 4
1 i. 744-42-2745
Facsimile
Brief Project Name (pennit will refer to this Hartle)
3. Contact Person.
3a. Frank McMahan, Engineer
Name and Affiliation of Someone Who Can Answer Questions A
3b. 704-333-0325
Phone Num
1. Project Is 9 New ❑ Modliication (of an exists
le. Charlotte
City
1 g, 28217
Zip Code
1j. SCarteencrnhg .org
E-mail
2b, Meal enbu
County Wf
harp LandDesign.com
Modi%abon, Permit No.:
2, Owner is 0 Public (skip to Item B(3)) Private (ge
2a. If private, applicant will be:
❑ Retaining Ownership (l.e, store, church, single office, etc.) o
Leasing units (lots, townhomes, etc. - skip to item B(3))
9 Selling units (lots, townhomes, etc. - go to item 8(7b))
3, Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) T
Irwin Creek WWTP
Name of WWTF
a.Charlotte-Mecklenbu
inch
Owner of Downstream Sewer Receiving Sewer Size I❑ Force Main
The origin of this wastewater is (check all that apply),
to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
Homeowner Assoc./Developer (instruction D)
ter From This Project
►;+' Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
4b. NC0024945
Gravity 6c.
❑ Retail (Stores, shoppir
❑ Institution
Hospital
❑ Church
El Nursing Home
Other (speedy),
WWTF Permit No.
Permit #
7. Volume of wastewater to be allocated or permitted for this particular project
"Do not Include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Duffel! or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit Sp.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine If a
permit is required)
f Downstream Sewer (lnsuction E)
% Dome
% Industri
Commercial
(attach
descnption.)
(RO: contact your Regional office
Pretreatment staff)
% Other (specify):
0 gallons per day
FTA f 2f07

9. Provide the wastewater flow calculations used in determining the permitted flow In accordance with 15A NCAC 2T .0114 for
1 the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 M.
1
52 single family unit x 190 (gpd/unit) = 9,880 gpd
1
i.-
110. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
_____ __ w -` _ YNew Gravity or Additional
' Size (inches) Length (feet) Force Main
BA T 1,384 New Gravity
p 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
M Pump Station Location ID - - _ (self chosen - as shown on planslmap for reference)
W
Design Flow Power Reliability Option
F- i (MGD) Operational Point, 1- permanent generator w!ATS;
0 GPM �TDH 2 - portable generator wIMTS . _ w _.
V r _
2
0
H
a
2 Design Flow , Operational Point` Power Reliability Option ,
0 (MGD) GPI @TDH 1- permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator wlMTS
LL - r _ _.. - - --n ---- -
Pump Station Location ID
Force Main Size Force Main Length
(self chosen - as shown on plans/map for reference) _
I
re ,Pump Station Location !D _ (self chosen -as shown on plans/map for reference)
a Design Flow : Operational Point Power Reliability Option
(MGD) itf! a(QTDH 12p ermanent
generator alto w/A S ; Force Main Size Force Main Length
m GP
12. Mll the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if 'yes* to B,12 please contact the Central Office PERCS Unit)
'13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TYPO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTiNENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. Have the following permits/certtfications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No [ N/A
Sedimentation and Erosion Control Plan? r1 Yes ❑ No © N/A
Stormwater? Yes D No 0 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)) involve aerial sines, siphons, or interference
manholes)? These lines will be considered With Priority and must be checked once eyery six tnont s
Check if Yes: © and provide details
Owner! Permittee's Certification (Signature of Signing Official and Project Name)
1, Steven Certee , attest that this application for 8riohtwalk - Phase 4 has been reviewed by me and is
accurate and complete to the best of my knowledge. 1 understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
1s subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor, which may Include a fine not to exceed $10, 000 as well as civil penalties up to
$25, 000 per violation.
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Ui TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Protect Name)
1, Frank J. McMahan , attest that this application for i3nahtwaik - Phase 4 has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and ail other supporfing
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215, 8A and 143-215.6B, any person who knowingly makes any false
statement, representation, or ceitificetlon in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not 10 exceed $10,000 as well as civil penalties up to $25, 000 per violation..
2a. Frank J. McMahan
Professional Engineer Name
2b. LandDesign, Inc.
Engineering Firm
2c. 223 N. Graham
Mailing Address
2d. Charlotte 2e. NC 2f, 28202
City State Zip
2g. 704-333-0325 2h, 704-332-324.8 2i. fmcmahant LandDesign.com
Telephone Facsimile E-mail
FTA 12/07

Department of Environ
Flow Tracking/Acceptance for Sewer E
State of i' forth Carolina
nt and Natural Resources
Division of Water Quality
nsion Permit Applications
(FTSE--10/07)
Project Applicant Name: Lard
Project Name for which flow is being requested: Hri.y
More th
pump statz,
e FTS:E-10/07 may he requr
has
er single project z, f the owner of the W iFTP rs`not respo
along the route of the proposed 5iastewaterj
'zhde fttr all
1. Cornpiete this section only if you
e the o
trot o
a. WWTP Facility Marne: McAlpine Creek,
b. WWTP Facility Permit #: NC0024970, NC
c. WWTP facility', permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. 'WWTP facility's actual avg. flow
1. Total flow far this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
ast
ter trinaen t plant.
$u ar Creek WWTP
All flows are in MGD
99.0
493
78.048
Complete this scenes
proposed wastewate
pwnp stations located between the project tonne
nap Station Name
are resp
Bible for along the route of this
point and the W W'T
Approx, Capacity, 1GD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
, certify that, to the best of my knowledge, the addition o1'the
volume of astewater t© be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data, This certification applies to those items
listed above in. Sections I and II for which I am the responsible party. Signature of this form indicates
acceptan e of this w s,ewater flow. 7-0
Signing
nature
Date

01 OZ
'J'N 'VJ D1'3C3

UUL%R L TTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
June 10, 2013
Mr.Mason Greeson
LandDesign, Inc.
223 North Graham Street
Charlotte,, NC 28202
SUBJECT: WILLINGNESS TO SERVE
BRIGHTWALK PHASE IV
PARCEL ID# 075-113-08, 075-123-01
A' Willingness to Serve study was completed and the following has been determined:
The subject properties are within the intended service area of Charlotte Mecklenburg Utility Department.
Upon completion and acceptance of all necessary water and sewer lines to serve the subject property,
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewer flow from this project for transmission
to the Irwin Creek Wastewater Treatment Plant NPDES permit number NC0024945, for treatment.
This willingness to serve is based on the existing capacity of the designated publicly owned treatment.
works which is contingent upon final acceptance and issuance of a discharge permit from the appropriate
local, State, or Federal Agency, whichever might have control.
The water quality to the subject project is regulated by the State Drinking Water Act Amendments of 1986
and, The Water Supply Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID #
0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU cannot guarantee a
constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Connection to the C-MU system is acre led on a far t,co + first served basis, p ding r. vi"ewrand
approval through the C-MUD Capac s r once Prragrarr; i plieable,
The applicant should understand that this letter is not an authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. This willingness to
serve is valid for (1) year from the date of issue. If you have any questions, please do not hesitate to
contact me at [phone] ,
Sincerely,
Barbara Gross
Engineering Assistant
CHAR TTE-NECK Nt3 R TtL'TY CEP TMENT
Engineering Division • installation 5 3 evelopmertt Service
North Tryon St
Charlotte, NC 28202
Ph: 704/432-5801
Fax: '7104/432-5804

Page 1 of 1
Project:
Number:
To:
Trans al
ID: 00152
Date Sent: 6/13/2013
1008278 DOUBLE OAKS MAJOR INFRASTRUCTURE
1008278
Dee Browder
North Carolina Department of Environment & Natural Resources
610 East Center Ave, Suite 301
Mooresville, NC 28115
From; Mason Greeson
LandDesign Inc.
223 North Graham Street
Charlotte, NC 28202
704-376-7777 (Phone)
704-332-3246 (Fax)
Subject: Brightwaik Phase 4- Fast Track Sewer Permi
Via: Mail
Purpose: For your approval
Remarks: Dee,
Charlotte Mecklenburg Housing Partnership, is in the process of developing and
constructing 52 single family lots, It will be served by 1,384 of 6" PVC. We are estimating
9,880 gallons per day of gravity sewage. Attached is a letter from CMUD agreeing to
accept our flow to the Irwin Creek WWTP. Also attached are developer's agreement,
FTA-12/07 form, and a check for $480.
We respectfully request your review and welcome any questions or comments. Thank
you for your assistance with this project. Please feel free to contact me directly via
telephone at 704.376.7777 or email at mgrees©nglanddesign corn should you have any
questions and/or comments.
Thank You
CC:
about:blank 611 /2©13

urban design planning civil engineering branding landscape archatcture
June 13, 2013
Mooresville Regional DENR Office
Division of Water Quality
610 E. Center Ave.
Mooresville, NC 28301
RE: Brightwalk Phase 4
LandDesign PN: 1013081- (BW1008278)
Dear Sir/Madam,
Charlotte Mecklenburg Housing Partnership, is in the process of developing and constructing 52
single family lots. It will be served by 1,384 of 6" PVC. We are estimating 9,880 gallons per day
of gravity sewage. Attached is a letter from CMUD agreeing to accept our flow to the Irwvin Creek
WWTP. Also attached are developer's agreement, FTA-12/07 form, and a check for $480.
We respectfully request your review and welcome any questions or comments. Thank you for
your assistance with this project, Please feel free to contact me directly via telephone at
704.376.7777 or email at me reesor landdesi mown should you have any questions and/or
comments.
Respectfully Sued,
r
Mason Greeson,
LandDesign, Inc.
PO Box 36959 Charlotte., NC 28236.69.59 '223 North Graham Street Charlotte, NC 28202 V.704.3330325 Fr.704.376,8235
N:1__ 2008\ [008278\Doc;slitightwalk Phase 4vPenssitt.in yPermit F'o ms`xSewerWCDE"NR Fast Track Letter.doc

North Carolina Secretary of State Page 1 of l
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Sox 29622 Raleigh, NC 27626-0622 [phone]
Date: 6/17/2013
Click here to:
View Document Filings File an Annual Report
Q:j Print a Pre -populated Annual Report Fillable PDF Form J Amended A Previous Annual Report i
Corporation Names
Name Name Type
NC DOUBLE OAKS DEVELOPMENT, LLC LEGAL
Limited Liability Company Information
SOSID: 0928511
Status: Current -Active
Effective Date: 7/18/2007
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
CHARLOTTE-MECKLENBURG HOUSING
PARTNERSHIP, INC.
4601 CHARLOTTE PARK DRIVE SUITE 350
CHARLOTTE NC 28217
Mailing Address: 4601 CHARLOTTE PARK DRIVE SUITE 350
CHARLOTTE NC 28217
Principal Office
Office Address: 4601 CHARLOTTE PARK DRIVE, SUITE 350
CHARLOTTE NC 28217
Mailing Address: 4601 CHARLOTTE PARK DRIVE, SUITE 350
CHARLOTTE NC 28217
Officers
Title: MANAGER
Name: PATRICIA G GARRETT
Business Address: 4601 CHARLOTTE PARK DRIVE, SUITE 350
CHARLOTTE NC 28217
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 761
http://www.secretary.state.nc.us/corporation s/Corp.aspx?PitemId=8263198 6/17/2013

Central Files: APS SWP�
06/27/13
Permit Number WQ0036581
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
9880
Facility
Facility Name Major/Minor Region
Brightwalk - Phase 4 Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Double Oaks Development LLC Non -Government
Dates/Events
Owner Affiliation
Steven Cartee
4601 Charlotte Park Dr
Charlotte NC 28215
Orig Issue
06/27/13
App Received Draft Initiated
06/17/13
Scheduled
issuance
Public Notice Issue Effective
06/27/13 06/27/13
Regulated Activities Requested/Received Events
Subdivision
Wastewater collection
Dutfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

AiA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
a
ME M RANDUM.
14, 2014
TO: Tille Regional Office, Water Quality Section
FROM: Michael Leggett, P:E.
PERCS Unit
SUBJECT: Engineer's Certification for Standard/Alternative Sewer Extension Permit.
The attached engineer's certification was received by the central office. Note that the associated.
permit was issued by the central office, and the received date for the certification has been
entered into BIMS. A copy of the completed certification is attached for your records.
enclosures: engineer's certification page
1617 Mail Service Center, Raleigh, North Carona 27699-1617
Location: 512 N, Salisbury St, Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterouuality.orq
An Equal Opportunity 1 AffrmaGve Action Employer
N©rthCarolina
Naturally

11Fr
Aqua North Carolina, Inc.
Permit No. WQ0036589
Chacewater Subdivision Low Pressure Sewer Mains
Issued June 27, 2013
ENGINEER'S CERTIFICATION
I, 4 V, triM , as a duly re
State of North Carolina, having been authorized to obse
construction of the low pressure sewer system serving the
Mecklenburg County, hereby state that to the best of my abilitie
used in the observation of the following construction:
a low pressure sewer system consisting of: approximately 2,513 linear feet of 2-inch pressure
sewer main (residential simplex grinder pump stations permitted under Permit No. WQ0036501)
as a part of the Chacewater Subdivision, and in conformity with the project plans, specifications,
and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources.
'anal Engineer in the
eekly/full time) the
Subdivision, located in
, due care and diligence was
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Mail this Certification to:
Registration No.
Attn: Adrian Eaton
DENR/DWQ
Infrastructure Finance Section
1633 Mail Service Center
Raleigh, North Carolina 27699-1633.
Note: If the wastewater collection permit was issued to a private entity under an Operational
Agreement with the Environmental.1anagement Commission, then a copy of the Articles
of Incorporation, Declarations, I. ylaws that have been properly filed with the
applicable Comity's Register ofDc.. hall be submitted with this certification.

VI,
.CK ENGINEERING CERTIFICATION
Double oaks Development, LLC
Project: Brightwatk - Phase 4
Permit No. WQ0036581
Issue Date: 06127/2013
Complete and submit this form to the perm issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the rnarked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary fort. yPermit
modifications are repany changes resulting in non-cplglpltanj
toinimym design crlteiie. ffia itficatlons should be
0
This project shall not be considered complete nor allowed to operate until the Division has received thislneer':s
Certification and all requiredsupporting documentation, Therefore, it is highly recommendedthatthis Qn
be sent In a manner that provides proof of receipt bv, the WOO n.
PERMIT'TEE'S CERTIFICATION
-1)01,J 0. td SC , the undersigned agent for the Perrittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or oe[tions thereof
fn. bon/4,-0-
Printed Name, Title
nature
ENGINES,
Date
Frank a, McMahan, PE
Elj Partial F Final
I,w... as a duly registered Professional Engineer In the State of North Carolina,
having been authorized to observe (Ej periodically, [1 weekly, (_1 full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signatul rr It c date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsibie for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use, Only:
How this, project is u ibt

PRO :CT:
SUBJECT:
PURPOSE;
FROM
NArME`.
Mason Greeson
223 North Graham Street
Charlotte, NC 28202
1013081 BRIGHTWALK PHASE
4 SUBDIVISION
1013081
Brightwalk Phase 4 Sanitary
Sewer Certification
For your approval
TO
NAME
Dee Browder
610 East Center Ave,
Suite 301
Mooresville, NC 28115
REMARKS'
Dee,
PA, '
NDDESIGN INC.
North Carolina
Department of
Environment &
Natural Resources
DATE:
TRANS?11TTA:L. ID:
Trans
71112014
00030
Mail
[e-mail] 704-376-7777
EMAIL
Dee.Browder@ncmaitnet
On behalf of the Charlotte Mecklenburg Housing Partnership we are
providing herewith inspection reports, as built survey, and a final
certification for the Wastewater Collection System to serve the Brigh
Phase 4, located in Charlotte, NC.
alk
This final certification package is being submitted to certify the construction
and completion of the Brightwalk Phase 4 sanitary sewer collection system
under the fast track permit number WQ0036181. The project consisted of
approximately 1290 LF of 6" gravity sewer. Construction of this system was
observed and built within compliance of the permit.
Feel free to give me a call if you have any questions,
DESCRIPTION OF CONTENTS